for bolts into concrete at sill plate applications. Assumes 2,500 psi
concrete. HTH
David A. Topete, SE
-----Original Message-----
From: Jordan Truesdell, PE [mailto:seaint1@truesdellengineering.com]
Sent: Thursday, September 20, 2007 10:21 AM
To: seaint@seaint.org
Subject: Prescriptive foundation bolt table for CMU
Recently I stumbled across a design table for hooked anchor bolts in cmu
foundation walls, and - now that it would be convenient use on a small
job - I can't find it and can't even remember what code book it was in.
Does anyone know of such a table in the IRC or IBC?
--
Jordan
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